The structural analysis software RFEM 6 is the basis of a modular software system. The main program RFEM 6 is used to define structures, materials, and loads of planar and spatial structural systems consisting of plates, walls, shells, and members. The program also allows you to create combined structures as well as to model solid and contact elements.
RSTAB 9 is a powerful analysis and design software for 3D beam, frame, or truss structure calculations, reflecting the current state of the art and helping structural engineers meet requirements in modern civil engineering.
Do you often spend too long calculating cross-sections? Dlubal Software and the RSECTION stand-alone program facilitate your work by determining section properties of various cross-sections and performing a subsequent stress analysis.
Do you always know where the wind is blowing from? From the direction of innovation, of course! With RWIND 2, you have a program at your side that uses a digital wind tunnel for the numerical simulation of wind flows. The program simulates these flows around any building geometry and determines the wind loads on the surfaces.
Are you looking for an overview of snow load zones, wind zones, and seismic zones? Then you are in the right place. Use the Geo-Zone Tool to determine quickly and efficiently snow loads, wind speeds, and seismic data according to ASCE 7‑16 and other international standards.
Would you like to try out the capabilities of the Dlubal Software programs? You have the opportunity to do so! The free 90-day full version allows you to thoroughly test all our programs.
The bridge supports were created using a total of 17 elastically bedded surfaces that act only in compression.
Within the P3 Project "Tower Constructions", students of Dortmund University in Germany designed and analyzed a solar chimney power plant.
Calculation according to the second-order and large deformation analysis
Dynamic Analysis
The steel frame structure consists of a double-hinged and built-on frame canopy as well as glass roofing.
The pulley was generated and analyzed in 15 minutes during a presentation at CeBIT 2002 in response to a customer's request.
The garage was analyzed during a 30-minute presentation on CeBIT 2002 on a customer's request.
The model includes 115 load cases and 20 result combinations.
The figure above shows the equivalent stress distribution under a concentrated load in the coordinate origin.
The building rests on seven columns and two wall surfaces. The front part has an overhang of approximately 9.8 ft.
Both railroad tracks are supported by four columns.
The figure shows deformations due to the self-weight load case.
The model includes interior staircases and partition walls.
The project of reinforcing the crane bridge dating from 1924 required a complete structural recalculation.
The engineering office of Klestil was in charge of both the architectural design and the structural analysis.